Beam Athal

15
CSCWorld (India) Pvt. Ltd. CSCWorld (India) Pvt. Ltd. Bending (Top Edge) Bending (Bottom Edge) Shear Design Steel Bars M (kN-m) 44.22 108.20 -67.95 Torsion (kN-m) 7.41 7.41 -- Equi-HOGBM (kN-m) 57.11 121.09 0.00 AstreqTOP(mm2) 416.95 995.45 0.00 AstreqMaxTOP(mm2) 995.45 995.45 995.45 AstMin(mm2) 196.44 196.44 196.44 AstProvTOP(mm2) 540.35 1011.59 -- M(kN-m) 0.00 0.00 -67.95 Torsion (kN-m) 7.41 7.41 -- Equi-SAGBM (kN-m) 0.00 0.00 -80.83 AstreqBOT(mm2) 0.00 79.17 620.08 AstreqMaxBOT(mm2) 620.08 620.08 620.08 AstMin(mm2) 196.44 196.44 196.44 AstProvBOT(mm2) 628.32 628.32 628.32 SF (kN) 93.74 -121.34 -- Torsion (kN-m) 7.41 7.41 -- Equi-SF(kN) 145.29 172.89 -- Vuc(kN) 4.29 4.29 -- Vuc-Tor(kN) 101.43 114.22 -- Vus(kN) 141.00 168.60 -- Stirrup-Dia(mm) 8 8 8 Spacing(mm) 146 130 230 Deflection Check 3.48 < 13.25 OK 2 #12+2 #10 Top Bars 2 #10 Sup. Bars 2 #16 Sup. Bars 2 #16 Bottom Bars M (kN-m) 90.80 110.77 -43.37 Torsion (kN-m) 0.12 0.12 -- Equi-HOGBM (kN-m) 91.01 110.97 0.00 AstreqTOP(mm2) 715.12 922.52 0.00 AstreqMaxTOP(mm2) 922.52 922.52 922.52 AstMin(mm2) 196.44 196.44 196.44 AstProvTOP(mm2) 1011.59 1099.56 -- M(kN-m) 0.00 0.00 -43.37 Torsion (kN-m) 0.12 0.12 -- Equi-SAGBM (kN-m) 0.00 0.00 -43.58 AstreqBOT(mm2) 0.00 4.57 310.25 AstreqMaxBOT(mm2) 310.25 310.25 310.25 AstMin(mm2) 196.44 196.44 196.44 AstProvBOT(mm2) 383.27 383.27 383.27 SF (kN) 103.23 -111.84 -- Torsion (kN-m) 0.12 0.12 -- Equi-SF(kN) 104.05 112.66 -- Vuc(kN) 4.29 4.29 -- Vuc-Tor(kN) 48.19 52.14 -- Vus(kN) 99.76 108.37 -- Stirrup-Dia(mm) 8 8 8 Spacing(mm) 300 284 300 Deflection Check 2.14 < 13.25 OK 2 #12+2 #10 Top Bars 2 #16 Sup. Bars 3 #16 Sup. Bars 2 #12 Bottom Bars M (kN-m) 125.28 149.20 -82.66 Torsion (kN-m) 1.79 1.79 -- Equi-HOGBM (kN-m) 128.39 152.30 0.00 AstreqTOP(mm2) 1048.12 1220.63 0.00 AstreqMaxTOP(mm2) 1220.63 1220.63 1220.63 AstMin(mm2) 196.44 196.44 196.44 AstProvTOP(mm2) 1168.67 1281.77 -- M(kN-m) 0.00 0.00 -82.66 Torsion (kN-m) 1.79 1.79 -- Equi-SAGBM (kN-m) 0.00 0.00 -85.77 AstreqBOT(mm2) 133.04 309.49 665.46 AstreqMaxBOT(mm2) 665.46 665.46 665.46 AstMin(mm2) 196.44 196.44 196.44 AstProvBOT(mm2) 716.28 716.28 716.28 SF (kN) 132.91 -141.48 -- Torsion (kN-m) 1.79 1.79 -- Equi-SF(kN) 145.33 153.90 -- Vuc(kN) 4.29 4.29 -- Vuc-Tor(kN) 75.56 79.53 -- Vus(kN) 141.04 149.61 -- Stirrup-Dia(mm) 8 8 8 Spacing(mm) 186 172 300 Deflection Check 5.28 < 15.94 OK 4 #12 Top Bars 3 #16 Sup. Bars 2 #20 Sup. Bars 2 #16 Bottom Bars 1 #16+1 #12 BentUp Bars M (kN-m) 145.88 139.97 -76.98 Torsion (kN-m) -1.33 -1.33 -- Equi-HOGBM (kN-m) 148.18 142.27 0.00 AstreqTOP(mm2) 1190.90 1148.26 0.00 AstreqMaxTOP(mm2) 1190.90 1190.90 1190.90 AstMin(mm2) 196.44 196.44 196.44 AstProvTOP(mm2) 1231.50 1206.37 -- M(kN-m) 0.00 0.00 -76.98 Torsion (kN-m) -1.33 -1.33 -- Equi-SAGBM (kN-m) 0.00 0.00 -79.28 AstreqBOT(mm2) 279.08 235.46 606.06 AstreqMaxBOT(mm2) 606.06 606.06 606.06 AstMin(mm2) 196.44 196.44 196.44 AstProvBOT(mm2) 628.32 628.32 628.32 SF (kN) 138.25 -136.13 -- Torsion (kN-m) -1.33 -1.33 -- Equi-SF(kN) 147.47 145.35 -- Vuc(kN) 4.29 4.29 -- Vuc-Tor(kN) 74.43 73.45 -- Vus(kN) 143.18 141.06 -- Stirrup-Dia(mm) 8 8 8 Spacing(mm) 184 188 300 Deflection Check 4.75 < 15.94 OK 2 #16 Top Bars 2 #20 Sup. Bars 4 #16 Sup. Bars 2 #16 Bottom Bars M (kN-m) 137.89 154.72 -73.59 Torsion (kN-m) 1.54 1.54 -- Equi-HOGBM (kN-m) 140.56 157.39 0.00 AstreqTOP(mm2) 1135.94 1257.33 0.00 AstreqMaxTOP(mm2) 1257.33 1257.33 1257.33 AstMin(mm2) 196.44 196.44 196.44 AstProvTOP(mm2) 1256.64 1434.14 -- M(kN-m) 0.00 0.00 -73.59 Torsion (kN-m) 1.54 1.54 -- Equi-SAGBM (kN-m) 0.00 0.00 -76.26 AstreqBOT(mm2) 222.86 347.02 579.10 AstreqMaxBOT(mm2) 579.10 579.10 579.10 AstMin(mm2) 196.44 196.44 196.44 AstProvBOT(mm2) 603.19 603.19 603.19 SF (kN) 134.18 -140.21 -- Torsion (kN-m) 1.54 1.54 -- Equi-SF(kN) 144.86 150.89 -- Vuc(kN) 4.29 4.29 -- Vuc-Tor(kN) 74.19 76.98 -- Vus(kN) 140.57 146.60 -- Stirrup-Dia(mm) 8 8 8 Spacing(mm) 191 184 300 Deflection Check 4.44 < 15.94 OK 4 #12 Top Bars 4 #16 Sup. Bars 2 #25 Sup. Bars 2 #16 Bottom Bars 1 #16 BentUp Bars -118.71 M (kN-m) 168.71 65.58 -103.29 Torsion (kN-m) -5.53 -5.53 -- Equi-HOGBM (kN-m) 178.32 75.19 0.00 AstreqTOP(mm2) 1408.30 569.61 18.80 AstreqMaxTOP(mm2) 1408.30 1408.30 1408.30 AstMin(mm2) 196.44 196.44 196.44 AstProvTOP(mm2) 1496.97 672.30 -- M(kN-m) 0.00 0.00 -103.29 Torsion (kN-m) -5.53 -5.53 -- Equi-SAGBM (kN-m) 0.00 0.00 -112.90 AstreqBOT(mm2) 501.44 0.00 936.44 AstreqMaxBOT(mm2) 936.44 936.44 936.44 AstMin(mm2) 196.44 196.44 196.44 AstProvBOT(mm2) 942.48 942.48 942.48 SF (kN) 155.68 -118.71 -- Torsion (kN-m) -5.53 -5.53 -- Equi-SF(kN) 194.13 157.17 -- Vuc(kN) 4.29 4.29 -- Vuc-Tor(kN) 115.40 98.27 -- Vus(kN) 189.84 152.88 -- Stirrup-Dia(mm) 8 8 8 Spacing(mm) 122 144 290 Deflection Check 7.06 < 15.94 OK 2 #16+1 #12 Top Bars 2 #25 Sup. Bars 2 #10 Sup. Bars 3 #16 Bottom Bars PDF Creator Pilot - DEMO VERSION

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Transcript of Beam Athal

Page 1: Beam Athal

CSCWorld (India) Pvt. Ltd.

PROJECT : New PLAN : NewBuilding Version : 1.760 STRUDS Version : 7.0.0JOB NO. : 0 REF. NO. : DATE : 09/20/15 TIME : 04:21:11

Beam Detail Report

CSCWorld (India) Pvt. Ltd.

GridName :- 1

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B1L = 4636

230x450

-13.11-19.40-6.79

-19.40-6.79

93.74

-121.34

44.22108.20-67.95

-67.95

M (kN-m) 44.22 108.20-67.95Torsion (kN-m) 7.41 7.41--Equi-HOGBM (kN-m) 57.11 121.090.00AstreqTOP(mm2) 416.95 995.450.00AstreqMaxTOP(mm2) 995.45 995.45995.45AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 540.35 1011.59--

M(kN-m) 0.00 0.00-67.95Torsion (kN-m) 7.41 7.41--Equi-SAGBM (kN-m) 0.00 0.00-80.83AstreqBOT(mm2) 0.00 79.17620.08AstreqMaxBOT(mm2) 620.08 620.08620.08AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 628.32 628.32628.32

SF (kN) 93.74 -121.34--Torsion (kN-m) 7.41 7.41--Equi-SF(kN) 145.29 172.89--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 101.43 114.22--Vus(kN) 141.00 168.60--Stirrup-Dia(mm) 8 88Spacing(mm) 146 130230

Deflection Check 3.48 < 13.25 OK

2 #12+2 #10Top Bars

2 #10Sup. Bars 2 #16Sup. Bars

2 #16 Bottom Bars

B2L = 4636

230x450

-13.11-19.40-6.79

-19.40-6.79

103.23

-111.84

90.80 110.77-43.37

-43.37

M (kN-m) 90.80 110.77-43.37Torsion (kN-m) 0.12 0.12--Equi-HOGBM (kN-m) 91.01 110.970.00AstreqTOP(mm2) 715.12 922.520.00AstreqMaxTOP(mm2) 922.52 922.52922.52AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1011.59 1099.56--

M(kN-m) 0.00 0.00-43.37Torsion (kN-m) 0.12 0.12--Equi-SAGBM (kN-m) 0.00 0.00-43.58AstreqBOT(mm2) 0.00 4.57310.25AstreqMaxBOT(mm2) 310.25 310.25310.25AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 383.27 383.27383.27

SF (kN) 103.23 -111.84--Torsion (kN-m) 0.12 0.12--Equi-SF(kN) 104.05 112.66--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 48.19 52.14--Vus(kN) 99.76 108.37--Stirrup-Dia(mm) 8 88Spacing(mm) 300 284300

Deflection Check 2.14 < 13.25 OK

2 #12+2 #10Top Bars

2 #16Sup. Bars 3 #16Sup. Bars

2 #12 Bottom Bars

B3L = 5580

230x450

-13.11-19.40-6.79-19.40-6.79

132.91

-141.48

125.28 149.20-82.66

-82.66

M (kN-m) 125.28 149.20-82.66Torsion (kN-m) 1.79 1.79--Equi-HOGBM (kN-m) 128.39 152.300.00AstreqTOP(mm2) 1048.12 1220.630.00AstreqMaxTOP(mm2) 1220.63 1220.631220.63AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1168.67 1281.77--

M(kN-m) 0.00 0.00-82.66Torsion (kN-m) 1.79 1.79--Equi-SAGBM (kN-m) 0.00 0.00-85.77AstreqBOT(mm2) 133.04 309.49665.46AstreqMaxBOT(mm2) 665.46 665.46665.46AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 716.28 716.28716.28

SF (kN) 132.91 -141.48--Torsion (kN-m) 1.79 1.79--Equi-SF(kN) 145.33 153.90--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 75.56 79.53--Vus(kN) 141.04 149.61--Stirrup-Dia(mm) 8 88Spacing(mm) 186 172300

Deflection Check 5.28 < 15.94 OK

4 #12 Top Bars

3 #16Sup. Bars 2 #20Sup. Bars

2 #16 Bottom Bars

1 #16+1 #12BentUp Bars

B4L = 5580

230x450

-13.11-19.40-6.79-19.40-6.79

138.25

-136.13

145.88 139.97-76.98

-76.98

M (kN-m) 145.88 139.97-76.98Torsion (kN-m) -1.33 -1.33--Equi-HOGBM (kN-m) 148.18 142.270.00AstreqTOP(mm2) 1190.90 1148.260.00AstreqMaxTOP(mm2) 1190.90 1190.901190.90AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1231.50 1206.37--

M(kN-m) 0.00 0.00-76.98Torsion (kN-m) -1.33 -1.33--Equi-SAGBM (kN-m) 0.00 0.00-79.28AstreqBOT(mm2) 279.08 235.46606.06AstreqMaxBOT(mm2) 606.06 606.06606.06AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 628.32 628.32628.32

SF (kN) 138.25 -136.13--Torsion (kN-m) -1.33 -1.33--Equi-SF(kN) 147.47 145.35--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 74.43 73.45--Vus(kN) 143.18 141.06--Stirrup-Dia(mm) 8 88Spacing(mm) 184 188300

Deflection Check 4.75 < 15.94 OK

2 #16 Top Bars

2 #20Sup. Bars 4 #16Sup. Bars

2 #16 Bottom Bars

B5L = 5580

230x450

-13.11-19.40-6.79-19.40-6.79

134.18

-140.21

137.89 154.72-73.59

-73.59

M (kN-m) 137.89 154.72-73.59Torsion (kN-m) 1.54 1.54--Equi-HOGBM (kN-m) 140.56 157.390.00AstreqTOP(mm2) 1135.94 1257.330.00AstreqMaxTOP(mm2) 1257.33 1257.331257.33AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1256.64 1434.14--

M(kN-m) 0.00 0.00-73.59Torsion (kN-m) 1.54 1.54--Equi-SAGBM (kN-m) 0.00 0.00-76.26AstreqBOT(mm2) 222.86 347.02579.10AstreqMaxBOT(mm2) 579.10 579.10579.10AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 603.19 603.19603.19

SF (kN) 134.18 -140.21--Torsion (kN-m) 1.54 1.54--Equi-SF(kN) 144.86 150.89--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 74.19 76.98--Vus(kN) 140.57 146.60--Stirrup-Dia(mm) 8 88Spacing(mm) 191 184300

Deflection Check 4.44 < 15.94 OK

4 #12 Top Bars

4 #16Sup. Bars 2 #25Sup. Bars

2 #16 Bottom Bars

1 #16 BentUp Bars

B6L = 5580

230x450

-13.11-19.40-6.79-19.40-6.79

155.68

-118.71

168.7165.58-103.29

-103.29

M (kN-m) 168.71 65.58-103.29Torsion (kN-m) -5.53 -5.53--Equi-HOGBM (kN-m) 178.32 75.190.00AstreqTOP(mm2) 1408.30 569.6118.80AstreqMaxTOP(mm2) 1408.30 1408.301408.30AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1496.97 672.30--

M(kN-m) 0.00 0.00-103.29Torsion (kN-m) -5.53 -5.53--Equi-SAGBM (kN-m) 0.00 0.00-112.90AstreqBOT(mm2) 501.44 0.00936.44AstreqMaxBOT(mm2) 936.44 936.44936.44AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 155.68 -118.71--Torsion (kN-m) -5.53 -5.53--Equi-SF(kN) 194.13 157.17--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 115.40 98.27--Vus(kN) 189.84 152.88--Stirrup-Dia(mm) 8 88Spacing(mm) 122 144290

Deflection Check 7.06 < 15.94 OK

2 #16+1 #12Top Bars

2 #25Sup. Bars 2 #10Sup. Bars

3 #16 Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 2: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- 2

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B7L = 4636

230x450

-19.40-6.79

-19.40-6.79

-19.40-6.79

-19.40

-6.79

122.14

-107.68

99.16 65.64-89.82

-89.82

M (kN-m) 99.16 65.64-89.82Torsion (kN-m) -1.85 -1.85--Equi-HOGBM (kN-m) 102.38 68.860.00AstreqTOP(mm2) 828.48 514.700.00AstreqMaxTOP(mm2) 828.48 828.48828.48AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 870.22 688.01--

M(kN-m) 0.00 0.00-89.82Torsion (kN-m) -1.85 -1.85--Equi-SAGBM (kN-m) 0.00 0.00-93.04AstreqBOT(mm2) 0.00 0.00734.79AstreqMaxBOT(mm2) 734.79 734.79734.79AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 741.42 741.42741.42

SF (kN) 122.14 -107.68--Torsion (kN-m) -1.85 -1.85--Equi-SF(kN) 135.01 120.55--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 72.28 65.50--Vus(kN) 130.72 116.26--Stirrup-Dia(mm) 8 88Spacing(mm) 196 223300

Deflection Check 12.92 < 13.25 OK

2 #12+1 #10Top Bars

5 #12Sup. Bars 2 #12Sup. Bars

2 #20 Bottom Bars

B8L = 4636

230x450

-19.40-6.79

-19.40-6.79

-19.40-6.79

-19.40

-6.79

101.53

-128.29

81.55143.57-59.66

-59.66

M (kN-m) 81.55 143.57-59.66Torsion (kN-m) -0.07 -0.07--Equi-HOGBM (kN-m) 81.68 143.700.00AstreqTOP(mm2) 627.78 1158.570.00AstreqMaxTOP(mm2) 1158.57 1158.571158.57AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 785.40 1256.64--

M(kN-m) 0.00 0.00-59.66Torsion (kN-m) -0.07 -0.07--Equi-SAGBM (kN-m) 0.00 0.00-59.79AstreqBOT(mm2) 0.00 246.01438.77AstreqMaxBOT(mm2) 438.77 438.77438.77AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 452.39 452.39452.39

SF (kN) 101.53 -128.29--Torsion (kN-m) -0.07 -0.07--Equi-SF(kN) 102.04 128.79--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 47.07 59.34--Vus(kN) 97.75 124.50--Stirrup-Dia(mm) 8 88Spacing(mm) 300 240300

Deflection Check 15.46 > 13.25 FAIL

2 #16 Top Bars

2 #12Sup. Bars 2 #20Sup. Bars

2 #12 Bottom Bars

2 #12 BentUp Bars

B9L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

150.72

-156.93

155.25 172.56-107.71

-107.71

M (kN-m) 155.25 172.56-107.71Torsion (kN-m) -0.27 -0.27--Equi-HOGBM (kN-m) 155.72 173.030.00AstreqTOP(mm2) 1245.27 1370.120.00AstreqMaxTOP(mm2) 1370.12 1370.121370.12AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1369.73 1457.70--

M(kN-m) 0.00 0.00-107.71Torsion (kN-m) -0.27 -0.27--Equi-SAGBM (kN-m) 0.00 0.00-108.18AstreqBOT(mm2) 334.69 462.40889.87AstreqMaxBOT(mm2) 889.87 889.87889.87AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 150.72 -156.93--Torsion (kN-m) -0.27 -0.27--Equi-SF(kN) 152.60 158.81--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 71.95 74.83--Vus(kN) 148.31 154.52--Stirrup-Dia(mm) 8 88Spacing(mm) 178 169300

Deflection Check 20.93 > 15.94 FAIL

2 #16+1 #12Top Bars

2 #20Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+3 #12BentUp Bars

B10L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

152.93

-154.73

171.46 176.48-97.65

-97.65

M (kN-m) 171.46 176.48-97.65Torsion (kN-m) 0.25 0.25--Equi-HOGBM (kN-m) 171.90 176.920.00AstreqTOP(mm2) 1361.98 1398.190.00AstreqMaxTOP(mm2) 1398.19 1398.191398.19AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1457.70--

M(kN-m) 0.00 0.00-97.65Torsion (kN-m) 0.25 0.25--Equi-SAGBM (kN-m) 0.00 0.00-98.09AstreqBOT(mm2) 454.06 491.11784.79AstreqMaxBOT(mm2) 784.79 784.79784.79AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 152.93 -154.73--Torsion (kN-m) 0.25 0.25--Equi-SF(kN) 154.70 156.50--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 72.85 73.68--Vus(kN) 150.41 152.21--Stirrup-Dia(mm) 8 88Spacing(mm) 177 173300

Deflection Check 20.49 > 15.94 FAIL

2 #16+1 #12Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B11L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

153.95

-153.70

176.88 176.18-95.09

-95.09

M (kN-m) 176.88 176.18-95.09Torsion (kN-m) -0.28 -0.28--Equi-HOGBM (kN-m) 177.37 176.670.00AstreqTOP(mm2) 1401.44 1396.360.00AstreqMaxTOP(mm2) 1401.44 1401.441401.44AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1457.70--

M(kN-m) 0.00 0.00-95.09Torsion (kN-m) -0.28 -0.28--Equi-SAGBM (kN-m) 0.00 0.00-95.58AstreqBOT(mm2) 494.43 489.23759.68AstreqMaxBOT(mm2) 759.68 759.68759.68AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 153.95 -153.70--Torsion (kN-m) -0.28 -0.28--Equi-SF(kN) 155.91 155.66--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 73.53 73.42--Vus(kN) 151.62 151.37--Stirrup-Dia(mm) 8 88Spacing(mm) 174 175300

Deflection Check 20.51 > 15.94 FAIL

2 #16+1 #12Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B12L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

173.26

-134.39

179.5471.10-146.30

-146.30

M (kN-m) 179.54 71.10-146.30Torsion (kN-m) 1.14 1.14--Equi-HOGBM (kN-m) 181.52 73.080.00AstreqTOP(mm2) 1431.36 551.14279.84AstreqMaxTOP(mm2) 1431.36 1431.361431.36AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 672.30--

M(kN-m) 0.00 0.00-146.30Torsion (kN-m) 1.14 1.14--Equi-SAGBM (kN-m) 0.00 0.00-148.29AstreqBOT(mm2) 525.04 0.001191.64AstreqMaxBOT(mm2) 1191.64 1191.641191.64AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 1206.37 1206.371206.37

SF (kN) 173.26 -134.39--Torsion (kN-m) 1.14 1.14--Equi-SF(kN) 181.20 142.33--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 89.21 71.20--Vus(kN) 176.91 138.04--Stirrup-Dia(mm) 8 88Spacing(mm) 135 168300

Deflection Check 21.65 > 15.94 FAIL

2 #16+1 #12Top Bars

3 #16Sup. Bars 2 #10Sup. Bars

3 #16 Bottom Bars

3 #16 BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 3: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- 3

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B13L = 4636

230x450

-19.40-6.79

-19.40-6.79

-19.40-6.79

-19.40

-6.79

96.20

-133.62

47.84134.57-81.02

-81.02

M (kN-m) 47.84 134.57-81.02Torsion (kN-m) -0.45 -0.45--Equi-HOGBM (kN-m) 48.62 135.350.00AstreqTOP(mm2) 349.32 1098.330.00AstreqMaxTOP(mm2) 1098.33 1098.331098.33AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 383.27 1099.56--

M(kN-m) 0.00 0.00-81.02Torsion (kN-m) -0.45 -0.45--Equi-SAGBM (kN-m) 0.00 0.00-81.80AstreqBOT(mm2) 0.00 184.39628.88AstreqMaxBOT(mm2) 628.88 628.88628.88AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 716.28 716.28716.28

SF (kN) 96.20 -133.62--Torsion (kN-m) -0.45 -0.45--Equi-SF(kN) 99.32 136.73--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 48.08 65.42--Vus(kN) 95.03 132.45--Stirrup-Dia(mm) 8 88Spacing(mm) 268 204300

Deflection Check 4.02 < 13.25 OK

2 #12+2 #10Top Bars

3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+1 #12BentUp Bars

B14L = 4636

230x450

-19.40-6.79

-19.40-6.79

-19.40-6.79

-19.40

-6.79

111.68

-118.13

105.21 120.17-59.54

-59.54

M (kN-m) 105.21 120.17-59.54Torsion (kN-m) 0.08 0.08--Equi-HOGBM (kN-m) 105.36 120.310.00AstreqTOP(mm2) 859.68 989.860.00AstreqMaxTOP(mm2) 989.86 989.86989.86AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1099.56 1325.75--

M(kN-m) 0.00 0.00-59.54Torsion (kN-m) 0.08 0.08--Equi-SAGBM (kN-m) 0.00 0.00-59.68AstreqBOT(mm2) 0.00 73.44437.89AstreqMaxBOT(mm2) 437.89 437.89437.89AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 452.39 452.39452.39

SF (kN) 111.68 -118.13--Torsion (kN-m) 0.08 0.08--Equi-SF(kN) 112.27 118.72--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 51.81 54.76--Vus(kN) 107.97 114.42--Stirrup-Dia(mm) 8 88Spacing(mm) 286 270300

Deflection Check 2.83 < 13.25 OK

2 #12+2 #10Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #12 Bottom Bars

2 #12 BentUp Bars

B15L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

151.21

-156.45

162.76 177.38-101.55

-101.55

M (kN-m) 162.76 177.38-101.55Torsion (kN-m) -0.63 -0.63--Equi-HOGBM (kN-m) 163.86 178.470.00AstreqTOP(mm2) 1303.96 1409.370.00AstreqMaxTOP(mm2) 1409.37 1409.371409.37AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1457.70--

M(kN-m) 0.00 0.00-101.55Torsion (kN-m) -0.63 -0.63--Equi-SAGBM (kN-m) 0.00 0.00-102.65AstreqBOT(mm2) 394.72 502.54831.28AstreqMaxBOT(mm2) 831.28 831.28831.28AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 854.51 854.51854.51

SF (kN) 151.21 -156.45--Torsion (kN-m) -0.63 -0.63--Equi-SF(kN) 155.59 160.83--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 75.97 78.43--Vus(kN) 151.30 156.54--Stirrup-Dia(mm) 8 88Spacing(mm) 175 165300

Deflection Check 6.06 < 15.94 OK

2 #16+1 #12Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #20 Bottom Bars

B16L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

154.29

-153.36

174.59 171.97-98.34

-98.34

M (kN-m) 174.59 171.97-98.34Torsion (kN-m) 0.19 0.19--Equi-HOGBM (kN-m) 174.92 172.310.00AstreqTOP(mm2) 1383.76 1364.920.00AstreqMaxTOP(mm2) 1383.76 1383.761383.76AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1457.70--

M(kN-m) 0.00 0.00-98.34Torsion (kN-m) 0.19 0.19--Equi-SAGBM (kN-m) 0.00 0.00-98.67AstreqBOT(mm2) 476.35 457.07790.64AstreqMaxBOT(mm2) 790.64 790.64790.64AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 154.29 -153.36--Torsion (kN-m) 0.19 0.19--Equi-SF(kN) 155.64 154.70--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 73.00 72.57--Vus(kN) 151.34 150.41--Stirrup-Dia(mm) 8 88Spacing(mm) 175 177300

Deflection Check 5.77 < 15.94 OK

2 #16+1 #12Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B17L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

153.61

-154.04

173.28 174.49-97.74

-97.74

M (kN-m) 173.28 174.49-97.74Torsion (kN-m) -0.29 -0.29--Equi-HOGBM (kN-m) 173.79 175.000.00AstreqTOP(mm2) 1375.59 1384.290.00AstreqMaxTOP(mm2) 1384.29 1384.291384.29AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1496.97--

M(kN-m) 0.00 0.00-97.74Torsion (kN-m) -0.29 -0.29--Equi-SAGBM (kN-m) 0.00 0.00-98.24AstreqBOT(mm2) 467.99 476.89786.28AstreqMaxBOT(mm2) 786.28 786.28786.28AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 153.61 -154.04--Torsion (kN-m) -0.29 -0.29--Equi-SF(kN) 155.64 156.07--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 73.46 73.66--Vus(kN) 151.35 151.78--Stirrup-Dia(mm) 8 88Spacing(mm) 175 175300

Deflection Check 5.72 < 15.94 OK

2 #16+1 #12Top Bars

3 #16Sup. Bars 2 #25Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B18L = 5580

230x450

-19.40-6.79-19.40-6.79

-19.40-6.79-19.40

-6.79

163.65

-144.00

188.90134.05-110.15

-110.15

M (kN-m) 188.90 134.05-110.15Torsion (kN-m) 0.66 0.66--Equi-HOGBM (kN-m) 190.05 135.200.00AstreqTOP(mm2) 1492.84 1097.286.93AstreqMaxTOP(mm2) 1492.84 1492.841492.84AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1496.97 1118.41--

M(kN-m) 0.00 0.00-110.15Torsion (kN-m) 0.66 0.66--Equi-SAGBM (kN-m) 0.00 0.00-111.30AstreqBOT(mm2) 587.92 183.31924.84AstreqMaxBOT(mm2) 924.84 924.84924.84AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 163.65 -144.00--Torsion (kN-m) 0.66 0.66--Equi-SF(kN) 168.25 148.60--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 81.00 71.89--Vus(kN) 163.96 144.31--Stirrup-Dia(mm) 8 88Spacing(mm) 153 177300

Deflection Check 6.67 < 15.94 OK

2 #16+1 #12Top Bars

2 #25Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+3 #12BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 4: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- 4

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B19L = 4636

230x450

-20.15-7.05

-20.15-7.05

-19.40-6.79

-19.40

-6.79

118.60

-112.25

91.39 76.67-89.30

-89.30

M (kN-m) 91.39 76.67-89.30Torsion (kN-m) 1.03 1.03--Equi-HOGBM (kN-m) 93.18 78.470.00AstreqTOP(mm2) 736.18 598.720.00AstreqMaxTOP(mm2) 736.18 736.18736.18AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 785.40 722.57--

M(kN-m) 0.00 0.00-89.30Torsion (kN-m) 1.03 1.03--Equi-SAGBM (kN-m) 0.00 0.00-91.10AstreqBOT(mm2) 0.00 0.00715.95AstreqMaxBOT(mm2) 715.95 715.95715.95AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 716.28 716.28716.28

SF (kN) 118.60 -112.25--Torsion (kN-m) 1.03 1.03--Equi-SF(kN) 125.77 119.42--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 63.02 60.07--Vus(kN) 121.48 115.13--Stirrup-Dia(mm) 8 88Spacing(mm) 215 231300

Deflection Check 11.12 < 13.25 OK

2 #10+1 #12Top Bars

2 #16Sup. Bars 4 #12Sup. Bars

2 #16 Bottom Bars

1 #16+1 #12BentUp Bars

B20L = 4636

230x450

-20.15-7.05

-20.15-7.05

-19.40-6.79

-19.40

-6.79

105.17

-125.68

88.75 136.30-60.81

-60.81

M (kN-m) 88.75 136.30-60.81Torsion (kN-m) 0.07 0.07--Equi-HOGBM (kN-m) 88.88 136.420.00AstreqTOP(mm2) 694.73 1106.060.00AstreqMaxTOP(mm2) 1106.06 1106.061106.06AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 835.66 1187.52--

M(kN-m) 0.00 0.00-60.81Torsion (kN-m) 0.07 0.07--Equi-SAGBM (kN-m) 0.00 0.00-60.93AstreqBOT(mm2) 0.00 192.30448.16AstreqMaxBOT(mm2) 448.16 448.16448.16AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 452.39 452.39452.39

SF (kN) 105.17 -125.68--Torsion (kN-m) 0.07 0.07--Equi-SF(kN) 105.66 126.17--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 48.72 58.12--Vus(kN) 101.37 121.88--Stirrup-Dia(mm) 8 88Spacing(mm) 300 245300

Deflection Check 13.65 > 13.25 FAIL

2 #12+2 #10Top Bars

4 #12Sup. Bars 4 #16Sup. Bars

2 #12 Bottom Bars

2 #12 BentUp Bars

B21L = 5580

230x450

-20.15-7.05-20.15-7.05

-19.40-6.79-19.40

-6.79

148.09

-162.03

146.60 185.47-108.53

-108.53

M (kN-m) 146.60 185.47-108.53Torsion (kN-m) -0.51 -0.51--Equi-HOGBM (kN-m) 147.49 186.360.00AstreqTOP(mm2) 1185.89 1466.280.00AstreqMaxTOP(mm2) 1466.28 1466.281466.28AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1319.47 1496.97--

M(kN-m) 0.00 0.00-108.53Torsion (kN-m) -0.51 -0.51--Equi-SAGBM (kN-m) 0.00 0.00-109.42AstreqBOT(mm2) 273.96 560.75903.24AstreqMaxBOT(mm2) 903.24 903.24903.24AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 148.09 -162.03--Torsion (kN-m) -0.51 -0.51--Equi-SF(kN) 151.66 165.59--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 72.62 79.08--Vus(kN) 147.36 161.30--Stirrup-Dia(mm) 8 88Spacing(mm) 178 158300

Deflection Check 17.79 > 15.94 FAIL

2 #16+1 #12Top Bars

4 #16Sup. Bars 2 #25Sup. Bars

2 #16 Bottom Bars

1 #16+3 #12BentUp Bars

B22L = 5580

230x450

-20.15-7.05-20.15-7.05

-19.40-6.79-19.40

-6.79

156.59

-153.53

180.82 172.30-98.00

-98.00

M (kN-m) 180.82 172.30-98.00Torsion (kN-m) -0.09 -0.09--Equi-HOGBM (kN-m) 180.98 172.460.00AstreqTOP(mm2) 1427.46 1366.020.00AstreqMaxTOP(mm2) 1427.46 1427.461427.46AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1496.97 1369.73--

M(kN-m) 0.00 0.00-98.00Torsion (kN-m) -0.09 -0.09--Equi-SAGBM (kN-m) 0.00 0.00-98.16AstreqBOT(mm2) 521.04 458.21785.50AstreqMaxBOT(mm2) 785.50 785.50785.50AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 156.59 -153.53--Torsion (kN-m) -0.09 -0.09--Equi-SF(kN) 157.24 154.18--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 73.28 71.87--Vus(kN) 152.95 149.89--Stirrup-Dia(mm) 8 88Spacing(mm) 173 175300

Deflection Check 16.31 > 15.94 FAIL

2 #16+1 #12Top Bars

2 #25Sup. Bars 2 #20Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B23L = 5580

230x450

-20.15-7.05-20.15-7.05

-19.40-6.79-19.40

-6.79

152.84

-157.28

172.31 184.70-96.06

-96.06

M (kN-m) 172.31 184.70-96.06Torsion (kN-m) 0.04 0.04--Equi-HOGBM (kN-m) 172.37 184.760.00AstreqTOP(mm2) 1365.38 1454.740.00AstreqMaxTOP(mm2) 1454.74 1454.741454.74AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1369.73 1520.53--

M(kN-m) 0.00 0.00-96.06Torsion (kN-m) 0.04 0.04--Equi-SAGBM (kN-m) 0.00 0.00-96.13AstreqBOT(mm2) 457.55 548.95765.12AstreqMaxBOT(mm2) 765.12 765.12765.12AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 152.84 -157.28--Torsion (kN-m) 0.04 0.04--Equi-SF(kN) 153.11 157.55--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 71.12 73.17--Vus(kN) 148.82 153.26--Stirrup-Dia(mm) 8 88Spacing(mm) 177 173300

Deflection Check 16.19 > 15.94 FAIL

2 #16+1 #12Top Bars

2 #20Sup. Bars 5 #16Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B24L = 5580

230x450

-20.15-7.05-20.15-7.05

-19.40-6.79-19.40

-6.79

176.65

-133.47

191.9371.47-142.86

-142.86

M (kN-m) 191.93 71.47-142.86Torsion (kN-m) -0.25 -0.25--Equi-HOGBM (kN-m) 192.36 71.910.00AstreqTOP(mm2) 1509.56 540.89243.05AstreqMaxTOP(mm2) 1509.56 1509.561509.56AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1520.53 672.30--

M(kN-m) 0.00 0.00-142.86Torsion (kN-m) -0.25 -0.25--Equi-SAGBM (kN-m) 0.00 0.00-143.30AstreqBOT(mm2) 605.02 0.001155.68AstreqMaxBOT(mm2) 1155.68 1155.681155.68AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 1168.67 1168.671168.67

SF (kN) 176.65 -133.47--Torsion (kN-m) -0.25 -0.25--Equi-SF(kN) 178.39 135.22--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 84.81 64.58--Vus(kN) 174.10 130.93--Stirrup-Dia(mm) 8 88Spacing(mm) 140 199300

Deflection Check 17.88 > 15.94 FAIL

2 #16+1 #12Top Bars

5 #16Sup. Bars 2 #10Sup. Bars

3 #20 Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 5: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- 5

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B25L = 4636

230x450

-18.37-6.43

-18.37-6.43

-20.15-7.05

-20.15

-7.05

96.50

-132.56

49.81133.39-79.85

-79.85

M (kN-m) 49.81 133.39-79.85Torsion (kN-m) -3.04 -3.04--Equi-HOGBM (kN-m) 55.10 138.680.00AstreqTOP(mm2) 400.68 1122.360.00AstreqMaxTOP(mm2) 1122.36 1122.361122.36AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 540.35 1124.69--

M(kN-m) 0.00 0.00-79.85Torsion (kN-m) -3.04 -3.04--Equi-SAGBM (kN-m) 0.00 0.00-85.14AstreqBOT(mm2) 0.00 208.97659.65AstreqMaxBOT(mm2) 659.65 659.65659.65AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 716.28 716.28716.28

SF (kN) 96.50 -132.56--Torsion (kN-m) -3.04 -3.04--Equi-SF(kN) 117.66 153.71--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 68.51 85.22--Vus(kN) 113.37 149.43--Stirrup-Dia(mm) 8 88Spacing(mm) 216 167300

Deflection Check 3.82 < 13.25 OK

2 #12+2 #10Top Bars

2 #10Sup. Bars 2 #20Sup. Bars

2 #16 Bottom Bars

1 #16+1 #12BentUp Bars

B26L = 4636

230x450

-18.37-6.43

-18.37-6.43

-20.15-7.05

-20.15

-7.05

111.66

-117.40

105.81 119.12-58.99

-58.99

M (kN-m) 105.81 119.12-58.99Torsion (kN-m) -0.26 -0.26--Equi-HOGBM (kN-m) 106.25 119.570.00AstreqTOP(mm2) 869.18 984.480.00AstreqMaxTOP(mm2) 984.48 984.48984.48AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1124.69 1365.02--

M(kN-m) 0.00 0.00-58.99Torsion (kN-m) -0.26 -0.26--Equi-SAGBM (kN-m) 0.00 0.00-59.44AstreqBOT(mm2) 0.00 67.94435.88AstreqMaxBOT(mm2) 435.88 435.88435.88AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 452.39 452.39452.39

SF (kN) 111.66 -117.40--Torsion (kN-m) -0.26 -0.26--Equi-SF(kN) 113.45 119.19--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 53.10 55.73--Vus(kN) 109.15 114.90--Stirrup-Dia(mm) 8 88Spacing(mm) 279 266300

Deflection Check 2.53 < 13.25 OK

2 #12+2 #10Top Bars

2 #20Sup. Bars 2 #25Sup. Bars

2 #12 Bottom Bars

2 #12 BentUp Bars

B27L = 5580

230x450

-18.37-6.43

-18.37-6.43

-20.15-7.05-20.15

-7.05

150.82

-155.54

163.20 176.37-100.38

-100.38

M (kN-m) 163.20 176.37-100.38Torsion (kN-m) 3.17 3.17--Equi-HOGBM (kN-m) 168.72 181.890.00AstreqTOP(mm2) 1339.02 1434.020.00AstreqMaxTOP(mm2) 1434.02 1434.021434.02AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1496.97 1457.70--

M(kN-m) 0.00 0.00-100.38Torsion (kN-m) 3.17 3.17--Equi-SAGBM (kN-m) 0.00 0.00-105.89AstreqBOT(mm2) 430.59 527.76865.36AstreqMaxBOT(mm2) 865.36 865.36865.36AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 150.82 -155.54--Torsion (kN-m) 3.17 3.17--Equi-SF(kN) 172.89 177.61--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 94.71 96.90--Vus(kN) 168.60 173.32--Stirrup-Dia(mm) 8 88Spacing(mm) 147 139300

Deflection Check 5.79 < 15.94 OK

2 #16+1 #12Top Bars

2 #25Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+3 #12BentUp Bars

B28L = 5580

230x450

-18.37-6.43

-18.37-6.43

-20.15-7.05-20.15

-7.05

153.27

-153.09

172.13 171.65-98.27

-98.27

M (kN-m) 172.13 171.65-98.27Torsion (kN-m) 0.20 0.20--Equi-HOGBM (kN-m) 172.47 171.980.00AstreqTOP(mm2) 1366.09 1362.580.00AstreqMaxTOP(mm2) 1366.09 1366.091366.09AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1369.73--

M(kN-m) 0.00 0.00-98.27Torsion (kN-m) 0.20 0.20--Equi-SAGBM (kN-m) 0.00 0.00-98.61AstreqBOT(mm2) 458.27 454.68790.02AstreqMaxBOT(mm2) 790.02 790.02790.02AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 153.27 -153.09--Torsion (kN-m) 0.20 0.20--Equi-SF(kN) 154.63 154.45--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 72.54 72.46--Vus(kN) 150.33 150.16--Stirrup-Dia(mm) 8 88Spacing(mm) 177 174300

Deflection Check 5.75 < 15.94 OK

2 #16+1 #12Top Bars

3 #16Sup. Bars 2 #20Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B29L = 5580

230x450

-18.37-6.43

-18.37-6.43

-20.15-7.05-20.15

-7.05

152.96

-153.40

172.51 173.76-97.03

-97.03

M (kN-m) 172.51 173.76-97.03Torsion (kN-m) 0.16 0.16--Equi-HOGBM (kN-m) 172.79 174.040.00AstreqTOP(mm2) 1368.37 1377.380.00AstreqMaxTOP(mm2) 1377.38 1377.381377.38AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1369.73 1496.97--

M(kN-m) 0.00 0.00-97.03Torsion (kN-m) 0.16 0.16--Equi-SAGBM (kN-m) 0.00 0.00-97.31AstreqBOT(mm2) 460.60 469.82776.96AstreqMaxBOT(mm2) 776.96 776.96776.96AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 804.25 804.25804.25

SF (kN) 152.96 -153.40--Torsion (kN-m) 0.16 0.16--Equi-SF(kN) 154.08 154.53--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 72.14 72.34--Vus(kN) 149.79 150.24--Stirrup-Dia(mm) 8 88Spacing(mm) 175 178300

Deflection Check 5.65 < 15.94 OK

2 #16+1 #12Top Bars

2 #20Sup. Bars 2 #25Sup. Bars

2 #16 Bottom Bars

2 #16 BentUp Bars

B30L = 5580

230x450

-18.37-6.43

-18.37-6.43

-20.15-7.05-20.15

-7.05

162.80

-143.56

187.60133.91-109.41

-109.41

M (kN-m) 187.60 133.91-109.41Torsion (kN-m) -0.39 -0.39--Equi-HOGBM (kN-m) 188.28 134.600.00AstreqTOP(mm2) 1480.13 1092.890.00AstreqMaxTOP(mm2) 1480.13 1480.131480.13AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1496.97 1118.41--

M(kN-m) 0.00 0.00-109.41Torsion (kN-m) -0.39 -0.39--Equi-SAGBM (kN-m) 0.00 0.00-110.09AstreqBOT(mm2) 574.92 178.83910.58AstreqMaxBOT(mm2) 910.58 910.58910.58AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 162.80 -143.56--Torsion (kN-m) -0.39 -0.39--Equi-SF(kN) 165.53 146.28--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 78.50 69.58--Vus(kN) 161.23 141.99--Stirrup-Dia(mm) 8 88Spacing(mm) 158 182300

Deflection Check 6.60 < 15.94 OK

2 #16+1 #12Top Bars

2 #25Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+3 #12BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 6: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- 6

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B31L = 4636

230x450

-18.38-6.43

-18.38-6.43

-18.37-6.43

-18.37

-6.43

95.02

-131.23

48.88132.83-77.63

-77.63

M (kN-m) 48.88 132.83-77.63Torsion (kN-m) 0.40 0.40--Equi-HOGBM (kN-m) 49.58 133.520.00AstreqTOP(mm2) 356.83 1085.140.00AstreqMaxTOP(mm2) 1085.14 1085.141085.14AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 383.27 1099.56--

M(kN-m) 0.00 0.00-77.63Torsion (kN-m) 0.40 0.40--Equi-SAGBM (kN-m) 0.00 0.00-78.32AstreqBOT(mm2) 0.00 170.90597.43AstreqMaxBOT(mm2) 597.43 597.43597.43AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 603.19 603.19603.19

SF (kN) 95.02 -131.23--Torsion (kN-m) 0.40 0.40--Equi-SF(kN) 97.80 134.02--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 47.16 63.93--Vus(kN) 93.52 129.73--Stirrup-Dia(mm) 8 88Spacing(mm) 275 212300

Deflection Check 3.56 < 13.25 OK

2 #12+2 #10Top Bars

3 #16Sup. Bars

2 #16 Bottom Bars

1 #16 BentUp Bars

B32L = 4636

230x450

-18.38-6.43

-18.38-6.43

-18.37-6.43

-18.37

-6.43

106.38

-119.87

98.31 129.56-54.54

-54.54

M (kN-m) 98.31 129.56-54.54Torsion (kN-m) 0.14 0.14--Equi-HOGBM (kN-m) 98.55 129.810.00AstreqTOP(mm2) 789.39 1058.370.00AstreqMaxTOP(mm2) 1058.37 1058.371058.37AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1099.56 1727.88--

M(kN-m) 0.00 0.00-54.54Torsion (kN-m) 0.14 0.14--Equi-SAGBM (kN-m) 0.00 0.00-54.79AstreqBOT(mm2) 0.00 143.52398.21AstreqMaxBOT(mm2) 398.21 398.21398.21AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 402.12 402.12402.12

SF (kN) 106.38 -119.87--Torsion (kN-m) 0.14 0.14--Equi-SF(kN) 107.36 120.85--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 50.39 56.64--Vus(kN) 103.07 116.56--Stirrup-Dia(mm) 8 88Spacing(mm) 294 261300

Deflection Check 1.96 < 13.25 OK

2 #12+2 #10Top Bars

3 #16Sup. Bars 3 #20Sup. Bars

2 #16 Bottom Bars

B33L = 5580

230x450

-18.38-6.43

-18.38-6.43

-18.37-6.43

-18.37

-6.43

167.71

-132.45

220.09121.72-91.97

-91.97

M (kN-m) 220.09 121.72-91.97Torsion (kN-m) 1.12 1.12--Equi-HOGBM (kN-m) 222.04 123.670.00AstreqTOP(mm2) 1723.62 1014.060.00AstreqMaxTOP(mm2) 1723.62 1723.621723.62AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1947.79 1319.47--

M(kN-m) 0.00 0.00-91.97Torsion (kN-m) 1.12 1.12--Equi-SAGBM (kN-m) 0.00 0.00-93.92AstreqBOT(mm2) 823.98 98.20743.32AstreqMaxBOT(mm2) 823.98 823.98823.98AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 829.38 829.38829.38

SF (kN) 167.71 -132.45--Torsion (kN-m) 1.12 1.12--Equi-SF(kN) 175.51 140.25--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 87.70 71.18--Vus(kN) 171.22 135.96--Stirrup-Dia(mm) 8 88Spacing(mm) 152 206300

Deflection Check 12.49 < 15.94 OK

3 #16 Top Bars

3 #20Sup. Bars 3 #16Sup. Bars

2 #20+1 #16Bottom Bars

B34L = 5580

230x450

-18.38-6.43

-18.38-6.43

-18.37-6.43

-18.37

-6.43

144.14

-156.03

142.23 175.40-104.05

-104.05

M (kN-m) 142.23 175.40-104.05Torsion (kN-m) -0.15 -0.15--Equi-HOGBM (kN-m) 142.49 175.650.00AstreqTOP(mm2) 1149.81 1389.040.00AstreqMaxTOP(mm2) 1389.04 1389.041389.04AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1231.50 1457.70--

M(kN-m) 0.00 0.00-104.05Torsion (kN-m) -0.15 -0.15--Equi-SAGBM (kN-m) 0.00 0.00-104.30AstreqBOT(mm2) 237.05 481.75848.56AstreqMaxBOT(mm2) 848.56 848.56848.56AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 854.51 854.51854.51

SF (kN) 144.14 -156.03--Torsion (kN-m) -0.15 -0.15--Equi-SF(kN) 145.15 157.04--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 68.72 74.29--Vus(kN) 140.86 152.75--Stirrup-Dia(mm) 8 88Spacing(mm) 189 172300

Deflection Check 18.02 > 15.94 FAIL

2 #16+1 #12Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #20 Bottom Bars

B35L = 5580

230x450

-18.38-6.43

-18.38-6.43

-18.37-6.43

-18.37

-6.43

150.00

-150.17

173.00 173.49-89.62

-89.62

M (kN-m) 173.00 173.49-89.62Torsion (kN-m) 0.25 0.25--Equi-HOGBM (kN-m) 173.44 173.930.00AstreqTOP(mm2) 1373.06 1376.610.00AstreqMaxTOP(mm2) 1376.61 1376.611376.61AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 1457.70--

M(kN-m) 0.00 0.00-89.62Torsion (kN-m) 0.25 0.25--Equi-SAGBM (kN-m) 0.00 0.00-90.06AstreqBOT(mm2) 465.40 469.03706.06AstreqMaxBOT(mm2) 706.06 706.06706.06AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 716.28 716.28716.28

SF (kN) 150.00 -150.17--Torsion (kN-m) 0.25 0.25--Equi-SF(kN) 151.75 151.93--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 71.48 71.56--Vus(kN) 147.46 147.64--Stirrup-Dia(mm) 8 88Spacing(mm) 183 182300

Deflection Check 17.26 > 15.94 FAIL

2 #16+1 #12Top Bars

3 #16Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+1 #12BentUp Bars

B36L = 5580

230x450

-18.38-6.43

-18.38-6.43

-18.37-6.43

-18.37

-6.43

169.95

-130.22

178.3667.52-139.93

-139.93

M (kN-m) 178.36 67.52-139.93Torsion (kN-m) -1.03 -1.03--Equi-HOGBM (kN-m) 180.15 69.310.00AstreqTOP(mm2) 1421.45 518.49231.34AstreqMaxTOP(mm2) 1421.45 1421.451421.45AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 515.22--

M(kN-m) 0.00 0.00-139.93Torsion (kN-m) -1.03 -1.03--Equi-SAGBM (kN-m) 0.00 0.00-141.71AstreqBOT(mm2) 514.90 0.001144.23AstreqMaxBOT(mm2) 1144.23 1144.231144.23AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 1168.67 1168.671168.67

SF (kN) 169.95 -130.22--Torsion (kN-m) -1.03 -1.03--Equi-SF(kN) 177.09 137.36--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 87.98 69.36--Vus(kN) 172.80 133.07--Stirrup-Dia(mm) 8 88Spacing(mm) 140 194300

Deflection Check 18.94 > 15.94 FAIL

2 #16+1 #12Top Bars

3 #16Sup. Bars

3 #20 Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 7: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- 7

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B37L = 4636

230x450

-13.11-18.38-6.43

-18.38-6.43

93.85

-119.45

46.10105.44-66.53

-66.53

M (kN-m) 46.10 105.44-66.53Torsion (kN-m) 0.29 0.29--Equi-HOGBM (kN-m) 46.60 105.950.00AstreqTOP(mm2) 333.63 865.960.00AstreqMaxTOP(mm2) 865.96 865.96865.96AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 461.81 870.22--

M(kN-m) 0.00 0.00-66.53Torsion (kN-m) 0.29 0.29--Equi-SAGBM (kN-m) 0.00 0.00-67.04AstreqBOT(mm2) 0.00 0.00499.15AstreqMaxBOT(mm2) 499.15 499.15499.15AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 515.22 515.22515.22

SF (kN) 93.85 -119.45--Torsion (kN-m) 0.29 0.29--Equi-SF(kN) 95.89 121.49--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 45.78 57.64--Vus(kN) 91.60 117.20--Stirrup-Dia(mm) 8 88Spacing(mm) 299 237300

Deflection Check 3.25 < 13.25 OK

2 #12+1 #10Top Bars

2 #10Sup. Bars 5 #12Sup. Bars

2 #16 Bottom Bars

B38L = 4636

230x450

-13.11-18.38-6.43

-18.38-6.43

103.33

-109.97

92.34 107.74-42.25

-42.25

M (kN-m) 92.34 107.74-42.25Torsion (kN-m) -0.01 -0.01--Equi-HOGBM (kN-m) 92.36 107.760.00AstreqTOP(mm2) 728.16 885.290.00AstreqMaxTOP(mm2) 885.29 885.29885.29AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 870.22 1108.98--

M(kN-m) 0.00 0.00-42.25Torsion (kN-m) -0.01 -0.01--Equi-SAGBM (kN-m) 0.00 0.00-42.27AstreqBOT(mm2) 0.00 0.00300.27AstreqMaxBOT(mm2) 300.27 300.27300.27AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 304.73 304.73304.73

SF (kN) 103.33 -109.97--Torsion (kN-m) -0.01 -0.01--Equi-SF(kN) 103.40 110.04--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 47.43 50.47--Vus(kN) 99.11 105.75--Stirrup-Dia(mm) 8 88Spacing(mm) 300 293300

Deflection Check 1.73 < 13.25 OK

2 #12+1 #10Top Bars

5 #12Sup. Bars 4 #16Sup. Bars

2 #12 Bottom Bars

B39L = 5580

230x450

-13.11-18.38-6.43

-18.38-6.43

131.07

-139.59

124.35 148.13-79.31

-79.31

M (kN-m) 124.35 148.13-79.31Torsion (kN-m) -6.71 -6.71--Equi-HOGBM (kN-m) 136.03 159.800.00AstreqTOP(mm2) 1103.24 1274.690.00AstreqMaxTOP(mm2) 1274.69 1274.691274.69AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1256.64 1394.87--

M(kN-m) 0.00 0.00-79.31Torsion (kN-m) -6.71 -6.71--Equi-SAGBM (kN-m) 0.00 0.00-90.98AstreqBOT(mm2) 189.41 364.79714.86AstreqMaxBOT(mm2) 714.86 714.86714.86AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 716.28 716.28716.28

SF (kN) 131.07 -139.59--Torsion (kN-m) -6.71 -6.71--Equi-SF(kN) 177.77 186.29--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 113.27 117.22--Vus(kN) 173.48 182.00--Stirrup-Dia(mm) 8 88Spacing(mm) 131 126271

Deflection Check 4.82 < 15.94 OK

4 #12 Top Bars

4 #16Sup. Bars 3 #16Sup. Bars

2 #16 Bottom Bars

1 #16+1 #12BentUp Bars

B40L = 5580

230x450

-13.11-18.38-6.43

-18.38-6.43

135.53

-135.14

139.52 138.43-76.57

-76.57

M (kN-m) 139.52 138.43-76.57Torsion (kN-m) 0.51 0.51--Equi-HOGBM (kN-m) 140.41 139.320.00AstreqTOP(mm2) 1134.82 1126.940.00AstreqMaxTOP(mm2) 1134.82 1134.821134.82AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1325.75 1187.52--

M(kN-m) 0.00 0.00-76.57Torsion (kN-m) 0.51 0.51--Equi-SAGBM (kN-m) 0.00 0.00-77.46AstreqBOT(mm2) 221.71 213.65589.72AstreqMaxBOT(mm2) 589.72 589.72589.72AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 603.19 603.19603.19

SF (kN) 135.53 -135.14--Torsion (kN-m) 0.51 0.51--Equi-SF(kN) 139.07 138.68--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 66.78 66.60--Vus(kN) 134.78 134.39--Stirrup-Dia(mm) 8 88Spacing(mm) 210 204300

Deflection Check 4.77 < 15.94 OK

2 #12+2 #10Top Bars

3 #16Sup. Bars 4 #16Sup. Bars

2 #16 Bottom Bars

1 #16 BentUp Bars

B41L = 5580

230x450

-13.11-18.38-6.43

-18.38-6.43

132.56

-138.10

136.38 151.83-71.44

-71.44

M (kN-m) 136.38 151.83-71.44Torsion (kN-m) -1.28 -1.28--Equi-HOGBM (kN-m) 138.61 154.050.00AstreqTOP(mm2) 1121.82 1233.230.00AstreqMaxTOP(mm2) 1233.23 1233.231233.23AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1256.64 1394.87--

M(kN-m) 0.00 0.00-71.44Torsion (kN-m) -1.28 -1.28--Equi-SAGBM (kN-m) 0.00 0.00-73.67AstreqBOT(mm2) 208.42 322.38556.25AstreqMaxBOT(mm2) 556.25 556.25556.25AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 565.49 565.49565.49

SF (kN) 132.56 -138.10--Torsion (kN-m) -1.28 -1.28--Equi-SF(kN) 141.47 147.00--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 70.39 72.93--Vus(kN) 137.17 142.71--Stirrup-Dia(mm) 8 88Spacing(mm) 200 192300

Deflection Check 4.29 < 15.94 OK

4 #12 Top Bars

4 #16Sup. Bars 3 #16Sup. Bars

2 #12 Bottom Bars

3 #12 BentUp Bars

B42L = 5580

230x450

-13.11-18.38-6.43

-18.38-6.43

153.25

-117.42

165.1665.20-100.90

-100.90

M (kN-m) 165.16 65.20-100.90Torsion (kN-m) 4.78 4.78--Equi-HOGBM (kN-m) 173.48 73.520.00AstreqTOP(mm2) 1373.38 554.980.00AstreqMaxTOP(mm2) 1373.38 1373.381373.38AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 1457.70 672.30--

M(kN-m) 0.00 0.00-100.90Torsion (kN-m) 4.78 4.78--Equi-SAGBM (kN-m) 0.00 0.00-109.22AstreqBOT(mm2) 465.73 0.00901.13AstreqMaxBOT(mm2) 901.13 901.13901.13AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 942.48 942.48942.48

SF (kN) 153.25 -117.42--Torsion (kN-m) 4.78 4.78--Equi-SF(kN) 186.53 150.70--Vuc(kN) 4.29 4.29--Vuc-Tor(kN) 108.45 91.85--Vus(kN) 182.24 146.41--Stirrup-Dia(mm) 8 88Spacing(mm) 129 154300

Deflection Check 6.89 < 15.94 OK

2 #16+1 #12Top Bars

3 #16Sup. Bars 2 #10Sup. Bars

3 #16 Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 8: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- A

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B43L = 3880

230x450

-13.11-19.40-6.79

77.20

-90.37

40.9366.48-39.89

-39.89

M (kN-m) 40.93 66.48-39.89Torsion (kN-m) -6.26 -6.26--Equi-HOGBM (kN-m) 51.83 77.370.00AstreqTOP(mm2) 374.58 588.930.00AstreqMaxTOP(mm2) 588.93 588.93588.93AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 383.27 609.47--

M(kN-m) 0.00 0.00-39.89Torsion (kN-m) -6.26 -6.26--Equi-SAGBM (kN-m) 0.00 0.00-50.78AstreqBOT(mm2) 0.00 0.00366.29AstreqMaxBOT(mm2) 366.29 366.29366.29AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 383.27 383.27383.27

SF (kN) 77.20 -90.37--Torsion (kN-m) -6.26 -6.26--Equi-SF(kN) 120.76 133.93--Vuc(kN) 4.28 4.28--Vuc-Tor(kN) 82.57 88.61--Vus(kN) 116.48 129.65--Stirrup-Dia(mm) 8 88Spacing(mm) 179 167295

Deflection Check 1.59 < 11.09 OK

2 #12 Top Bars

2 #10Sup. Bars 2 #12Sup. Bars

2 #12 Bottom Bars

B44L = 3880

230x450

-13.11-19.40-6.79

84.00

-83.57

61.35 60.50-32.67

-32.67

M (kN-m) 61.35 60.50-32.67Torsion (kN-m) 5.52 5.52--Equi-HOGBM (kN-m) 70.95 70.100.00AstreqTOP(mm2) 532.61 525.340.00AstreqMaxTOP(mm2) 532.61 532.61532.61AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 609.47 530.93--

M(kN-m) 0.00 0.00-32.67Torsion (kN-m) 5.52 5.52--Equi-SAGBM (kN-m) 0.00 0.00-42.27AstreqBOT(mm2) 0.00 0.00300.27AstreqMaxBOT(mm2) 300.27 300.27300.27AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 304.73 304.73304.73

SF (kN) 84.00 -83.57--Torsion (kN-m) 5.52 5.52--Equi-SF(kN) 122.41 121.98--Vuc(kN) 4.28 4.28--Vuc-Tor(kN) 80.11 79.91--Vus(kN) 118.13 117.69--Stirrup-Dia(mm) 8 88Spacing(mm) 185 185300

Deflection Check 1.33 < 11.09 OK

2 #12 Top Bars

2 #12Sup. Bars 2 #12Sup. Bars

2 #12 Bottom Bars

B45L = 3880

230x450

-13.11-19.40-6.79

83.09

-84.48

59.55 62.26-32.69

-32.69

M (kN-m) 59.55 62.26-32.69Torsion (kN-m) -4.75 -4.75--Equi-HOGBM (kN-m) 67.82 70.520.00AstreqTOP(mm2) 505.77 528.920.00AstreqMaxTOP(mm2) 528.92 528.92528.92AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 530.93 609.47--

M(kN-m) 0.00 0.00-32.69Torsion (kN-m) -4.75 -4.75--Equi-SAGBM (kN-m) 0.00 0.00-40.95AstreqBOT(mm2) 0.00 0.00290.19AstreqMaxBOT(mm2) 290.19 290.19290.19AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 304.73 304.73304.73

SF (kN) 83.09 -84.48--Torsion (kN-m) -4.75 -4.75--Equi-SF(kN) 116.13 117.53--Vuc(kN) 4.28 4.28--Vuc-Tor(kN) 73.88 74.51--Vus(kN) 111.85 113.24--Stirrup-Dia(mm) 8 88Spacing(mm) 200 199300

Deflection Check 1.33 < 11.09 OK

2 #12 Top Bars

2 #12Sup. Bars 2 #12Sup. Bars

2 #12 Bottom Bars

B46L = 4030

230x450

-13.11-20.15-7.05

88.99

-88.12

65.49 63.74-38.41

-38.41

M (kN-m) 65.49 63.74-38.41Torsion (kN-m) 4.96 4.96--Equi-HOGBM (kN-m) 74.13 72.370.00AstreqTOP(mm2) 560.28 544.930.00AstreqMaxTOP(mm2) 560.28 560.28560.28AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 609.47 609.47--

M(kN-m) 0.00 0.00-38.41Torsion (kN-m) 4.96 4.96--Equi-SAGBM (kN-m) 0.00 0.00-47.04AstreqBOT(mm2) 0.00 0.00337.05AstreqMaxBOT(mm2) 337.05 337.05337.05AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 383.27 383.27383.27

SF (kN) 88.99 -88.12--Torsion (kN-m) 4.96 4.96--Equi-SF(kN) 123.53 122.66--Vuc(kN) 4.28 4.28--Vuc-Tor(kN) 78.20 77.80--Vus(kN) 119.25 118.37--Stirrup-Dia(mm) 8 88Spacing(mm) 189 190300

Deflection Check 1.59 < 11.51 OK

2 #12 Top Bars

2 #12Sup. Bars 2 #12Sup. Bars

2 #12 Bottom Bars

B47L = 3674

230x450

-13.11-18.37-6.43

78.38

-76.46

56.21 52.68-27.13

-27.13

M (kN-m) 56.21 52.68-27.13Torsion (kN-m) 0.35 0.35--Equi-HOGBM (kN-m) 56.81 53.280.00AstreqTOP(mm2) 414.51 386.180.00AstreqMaxTOP(mm2) 414.51 414.51414.51AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 540.35 427.26--

M(kN-m) 0.00 0.00-27.13Torsion (kN-m) 0.35 0.35--Equi-SAGBM (kN-m) 0.00 0.00-27.73AstreqBOT(mm2) 0.00 0.00192.15AstreqMaxBOT(mm2) 192.15 192.15192.15AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 226.19 226.19226.19

SF (kN) 78.38 -76.46--Torsion (kN-m) 0.35 0.35--Equi-SF(kN) 80.79 78.87--Vuc(kN) 4.28 4.28--Vuc-Tor(kN) 38.52 37.64--Vus(kN) 76.50 74.58--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300

Deflection Check 1.08 < 10.50 OK

2 #10 Top Bars

2 #12Sup. Bars 2 #10Sup. Bars

2 #12 Bottom Bars

B48L = 3676

230x450

-13.11-18.38-6.43

82.55

-72.41

56.7338.10-34.27

-34.27

M (kN-m) 56.73 38.10-34.27Torsion (kN-m) 0.47 0.47--Equi-HOGBM (kN-m) 57.55 38.920.00AstreqTOP(mm2) 420.52 274.850.00AstreqMaxTOP(mm2) 420.52 420.52420.52AstMin(mm2) 196.44 196.44196.44AstProvTOP(mm2) 427.26 314.16--

M(kN-m) 0.00 0.00-34.27Torsion (kN-m) 0.47 0.47--Equi-SAGBM (kN-m) 0.00 0.00-35.10AstreqBOT(mm2) 0.00 0.00246.23AstreqMaxBOT(mm2) 246.23 246.23246.23AstMin(mm2) 196.44 196.44196.44AstProvBOT(mm2) 270.18 270.18270.18

SF (kN) 82.55 -72.41--Torsion (kN-m) 0.47 0.47--Equi-SF(kN) 85.85 75.71--Vuc(kN) 4.28 4.28--Vuc-Tor(kN) 41.40 36.75--Vus(kN) 81.57 71.43--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300

Deflection Check 1.29 < 10.50 OK

2 #10 Top Bars

2 #10Sup. Bars 2 #10Sup. Bars

2 #10 Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 9: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- B

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B49L = 7760

300x600

-19.40-6.79-19.40 -19.40-19.40

242.71

-323.73

231.58

544.15-363.63

-363.63

M (kN-m) 231.58 544.15-363.63Torsion (kN-m) -8.71 7.20--Equi-HOGBM (kN-m) 246.96 556.850.00AstreqTOP(mm2) 1469.92 3136.14596.44AstreqMaxTOP(mm2) 3136.14 3136.143136.14AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 1473.41 3407.06--

M(kN-m) 0.00 0.00-363.63Torsion (kN-m) -8.71 7.20--Equi-SAGBM (kN-m) 0.00 0.00-379.00AstreqBOT(mm2) 0.00 1536.222213.67AstreqMaxBOT(mm2) 2213.67 2213.672213.67AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2238.38 2238.382238.38

SF (kN) 242.71 -323.73--Torsion (kN-m) -8.71 7.20--Equi-SF(kN) 289.17 362.11--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 157.05 185.52--Vus(kN) 281.56 354.50--Stirrup-Dia(mm) 8 88Spacing(mm) 218 90300

Deflection Check 12.92 < 20.00 OK

3 #20+2 #12Top Bars

2 #12Sup. Bars 2 #25Sup. Bars

2 #25 Bottom Bars

B50L = 7910

300x600

-19.40-6.79-19.40 -20.15-20.15

311.45

-276.23

521.23

387.30-333.21

-333.21

M (kN-m) 521.23 387.30-333.21Torsion (kN-m) -5.99 6.09--Equi-HOGBM (kN-m) 531.79 398.050.00AstreqTOP(mm2) 3006.17 2312.48411.29AstreqMaxTOP(mm2) 3006.17 3006.173006.17AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3243.69 2890.27--

M(kN-m) 0.00 0.00-333.21Torsion (kN-m) -5.99 6.09--Equi-SAGBM (kN-m) 0.00 0.00-343.96AstreqBOT(mm2) 1403.81 697.112031.93AstreqMaxBOT(mm2) 2031.93 2031.932031.93AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2060.88 2060.882060.88

SF (kN) 311.45 -276.23--Torsion (kN-m) -5.99 6.09--Equi-SF(kN) 343.38 308.72--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 170.95 155.72--Vus(kN) 335.77 301.11--Stirrup-Dia(mm) 8 88Spacing(mm) 194 113300

Deflection Check 11.10 < 20.00 OK

5 #16 Top Bars

2 #25Sup. Bars 6 #20Sup. Bars

2 #20 Bottom Bars

2 #20+4 #16BentUp Bars

B51L = 3674

300x600

-18.37-6.43-18.37

129.14

-32.33199.76

21.92-0.57

-0.57

M (kN-m) 199.76 21.92-0.57Torsion (kN-m) 0.07 0.07--Equi-HOGBM (kN-m) 199.88 22.040.00AstreqTOP(mm2) 1132.96 109.130.00AstreqMaxTOP(mm2) 1132.96 1132.961132.96AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 2488.14 829.38--

M(kN-m) 0.00 0.00-0.57Torsion (kN-m) 0.07 0.07--Equi-SAGBM (kN-m) 0.00 0.00-0.70AstreqBOT(mm2) 0.00 0.003.40AstreqMaxBOT(mm2) 3.40 3.403.40AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 383.27 383.27383.27

SF (kN) 129.14 -32.33--Torsion (kN-m) 0.07 0.07--Equi-SF(kN) 129.50 32.70--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 57.32 14.61--Vus(kN) 121.90 25.09--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300

Deflection Check 0.80 < 10.50 OK

3 #16 Top Bars

6 #20Sup. Bars 2 #12Sup. Bars

2 #12+2 #10Bottom Bars

B52L = 3676

300x600

-18.38-6.43-18.38

91.11

-70.53

61.1123.29-53.02

-53.02

M (kN-m) 61.11 23.29-53.02Torsion (kN-m) 1.93 1.93--Equi-HOGBM (kN-m) 64.51 26.690.00AstreqTOP(mm2) 328.28 132.510.00AstreqMaxTOP(mm2) 328.28 328.28328.28AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 383.27 157.08--

M(kN-m) 0.00 0.00-53.02Torsion (kN-m) 1.93 1.93--Equi-SAGBM (kN-m) 0.00 0.00-56.42AstreqBOT(mm2) 0.00 0.00285.56AstreqMaxBOT(mm2) 285.56 285.56285.56AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 383.27 383.27383.27

SF (kN) 91.11 -70.53--Torsion (kN-m) 1.93 1.93--Equi-SF(kN) 101.38 80.80--Vuc(kN) 7.53 7.53--Vuc-Tor(kN) 49.77 40.69--Vus(kN) 93.84 73.26--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300

Deflection Check 1.05 < 10.50 OK

2 #10 Top Bars

2 #12Sup. Bars

2 #12 Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 10: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- C

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B53L = 7760

300x600

-19.40-6.79-19.40 -19.40-19.40

277.01

-359.24

295.74

614.99-432.53

-432.53

M (kN-m) 295.74 614.99-432.53Torsion (kN-m) -4.61 7.06--Equi-HOGBM (kN-m) 303.88 627.460.00AstreqTOP(mm2) 1824.03 3502.34922.33AstreqMaxTOP(mm2) 3502.34 3502.343502.34AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 1884.96 3534.29--

M(kN-m) 0.00 0.00-432.53Torsion (kN-m) -4.61 7.06--Equi-SAGBM (kN-m) 0.00 0.00-440.67AstreqBOT(mm2) 199.50 1909.282533.56AstreqMaxBOT(mm2) 2533.56 2533.562533.56AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2590.24 2590.242590.24

SF (kN) 277.01 -359.24--Torsion (kN-m) -4.61 7.06--Equi-SF(kN) 301.61 396.91--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 153.39 205.07--Vus(kN) 294.00 389.30--Stirrup-Dia(mm) 8 88Spacing(mm) 215 79300

Deflection Check 14.55 < 20.00 OK

3 #20+2 #12Top Bars

3 #16Sup. Bars 4 #25Sup. Bars

2 #32 Bottom Bars

B54L = 7910

300x600

-19.40-6.79-19.40 -20.15-20.15

341.02

-303.01

578.43

437.34-389.10

-389.10

M (kN-m) 578.43 437.34-389.10Torsion (kN-m) -5.19 5.11--Equi-HOGBM (kN-m) 587.58 446.370.00AstreqTOP(mm2) 3295.50 2563.08697.51AstreqMaxTOP(mm2) 3295.50 3295.503295.50AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3534.29 3053.63--

M(kN-m) 0.00 0.00-389.10Torsion (kN-m) -5.19 5.11--Equi-SAGBM (kN-m) 0.00 0.00-398.13AstreqBOT(mm2) 1698.56 952.402312.88AstreqMaxBOT(mm2) 2312.88 2312.882312.88AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2365.62 2365.622365.62

SF (kN) 341.02 -303.01--Torsion (kN-m) -5.19 5.11--Equi-SF(kN) 368.68 330.29--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 182.46 164.86--Vus(kN) 361.06 322.67--Stirrup-Dia(mm) 8 88Spacing(mm) 176 102300

Deflection Check 12.60 < 20.00 OK

3 #20+2 #12Top Bars

4 #25Sup. Bars 6 #20Sup. Bars

2 #25 Bottom Bars

2 #25+2 #16BentUp Bars

B55L = 3674

300x600

-18.37-6.43-18.37

130.74

-30.72

207.95

24.21

M (kN-m) 207.95 24.210.00Torsion (kN-m) -3.37 -3.37--Equi-HOGBM (kN-m) 213.90 30.160.00AstreqTOP(mm2) 1229.16 150.080.00AstreqMaxTOP(mm2) 1229.16 1229.161229.16AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 2601.24 873.36--

M(kN-m) 0.00 0.000.00Torsion (kN-m) -3.37 -3.37--Equi-SAGBM (kN-m) 0.00 0.000.00AstreqBOT(mm2) 0.00 0.000.00AstreqMaxBOT(mm2) 12.07 12.0712.07AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 157.08 157.08157.08

SF (kN) 130.74 -30.72--Torsion (kN-m) -3.37 -3.37--Equi-SF(kN) 148.73 48.71--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 74.01 30.05--Vus(kN) 141.13 41.10--Stirrup-Dia(mm) 8 88Spacing(mm) 274 300300

Deflection Check 0.87 < 10.50 OK

3 #16+1 #12Top Bars

6 #20Sup. Bars 2 #10Sup. Bars

2 #10 Bottom Bars

B56L = 3676

300x600

-18.38-6.43-18.38

88.35

-73.28

54.0626.37-55.01

-55.01

M (kN-m) 54.06 26.37-55.01Torsion (kN-m) 1.11 1.11--Equi-HOGBM (kN-m) 56.01 28.330.00AstreqTOP(mm2) 283.42 140.800.00AstreqMaxTOP(mm2) 283.42 283.42283.42AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 314.16 157.08--

M(kN-m) 0.00 0.00-55.01Torsion (kN-m) 1.11 1.11--Equi-SAGBM (kN-m) 0.00 0.00-56.96AstreqBOT(mm2) 0.00 0.00288.40AstreqMaxBOT(mm2) 288.40 288.40288.40AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 383.27 383.27383.27

SF (kN) 88.35 -73.28--Torsion (kN-m) 1.11 1.11--Equi-SF(kN) 94.25 79.19--Vuc(kN) 7.53 7.53--Vuc-Tor(kN) 44.49 37.84--Vus(kN) 86.72 71.66--Stirrup-Dia(mm) 8 88Spacing(mm) 300 300300

Deflection Check 1.11 < 10.50 OK

2 #10 Top Bars

2 #10Sup. Bars

2 #12+2 #10Bottom Bars

PDF Creator Pilot - DEMO VERSION

Page 11: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- D

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B57L = 7760

300x600

-19.40-6.79-19.40 -19.40-19.40

285.67

-381.41

281.66652.60-480.24

-480.24

M (kN-m) 281.66 652.60-480.24Torsion (kN-m) 0.33 -0.78--Equi-HOGBM (kN-m) 282.24 653.970.00AstreqTOP(mm2) 1711.80 3639.881134.43AstreqMaxTOP(mm2) 3639.88 3639.883639.88AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 1771.86 3769.91--

M(kN-m) 0.00 0.00-480.24Torsion (kN-m) 0.33 -0.78--Equi-SAGBM (kN-m) 0.00 0.00-480.81AstreqBOT(mm2) 85.16 2049.402741.75AstreqMaxBOT(mm2) 2741.75 2741.752741.75AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2767.74 2767.742767.74

SF (kN) 285.67 -381.41--Torsion (kN-m) 0.33 -0.78--Equi-SF(kN) 287.42 385.55--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 131.09 176.87--Vus(kN) 279.81 377.94--Stirrup-Dia(mm) 8 88Spacing(mm) 114 166300

Deflection Check 16.40 < 20.00 OK

4 #16+4 #12Top Bars

2 #16Sup. Bars 8 #20Sup. Bars

3 #25 Bottom Bars

1 #25+4 #16BentUp Bars

B58L = 7910

300x600

-19.40-6.79-19.40 -20.15-20.15

350.59

-338.28

598.76 561.71-404.24

-404.24

M (kN-m) 598.76 561.71-404.24Torsion (kN-m) 2.07 -2.58--Equi-HOGBM (kN-m) 602.41 566.260.00AstreqTOP(mm2) 3372.46 3184.94753.88AstreqMaxTOP(mm2) 3372.46 3372.463372.46AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3681.95 3407.06--

M(kN-m) 0.00 0.00-404.24Torsion (kN-m) 2.07 -2.58--Equi-SAGBM (kN-m) 0.00 0.00-408.79AstreqBOT(mm2) 1776.96 1585.942368.21AstreqMaxBOT(mm2) 2368.21 2368.212368.21AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2412.74 2412.742412.74

SF (kN) 350.59 -338.28--Torsion (kN-m) 2.07 -2.58--Equi-SF(kN) 361.65 352.05--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 172.74 169.98--Vus(kN) 354.03 344.44--Stirrup-Dia(mm) 8 88Spacing(mm) 183 94300

Deflection Check 11.98 < 20.00 OK

3 #20+2 #12Top Bars

8 #20Sup. Bars 2 #25Sup. Bars

2 #32 Bottom Bars

1 #32 BentUp Bars

B59L = 7350

300x600

-18.37-6.43-18.37 -18.38-18.38

345.80

-253.90

570.45234.13-402.03

-402.03

M (kN-m) 570.45 234.13-402.03Torsion (kN-m) -10.49 10.03--Equi-HOGBM (kN-m) 588.96 251.830.00AstreqTOP(mm2) 3302.66 1507.30811.68AstreqMaxTOP(mm2) 3302.66 3302.663302.66AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3407.06 1551.95--

M(kN-m) 0.00 0.00-402.03Torsion (kN-m) -10.49 10.03--Equi-SAGBM (kN-m) 0.00 0.00-419.73AstreqBOT(mm2) 1705.86 0.002424.95AstreqMaxBOT(mm2) 2424.95 2424.952424.95AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2454.37 2454.372454.37

SF (kN) 345.80 -253.90--Torsion (kN-m) -10.49 10.03--Equi-SF(kN) 401.73 307.40--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 213.33 169.26--Vus(kN) 394.12 299.79--Stirrup-Dia(mm) 8 88Spacing(mm) 154 100300

Deflection Check 12.49 < 20.00 OK

3 #20+2 #12Top Bars

2 #25Sup. Bars 2 #12Sup. Bars

2 #25 Bottom Bars

3 #25 BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 12: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- E

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B60L = 7760

300x600

-19.40-6.79-19.40 -19.40-19.40

291.72

-374.19

317.12637.67-468.22

-468.22

M (kN-m) 317.12 637.67-468.22Torsion (kN-m) -0.30 0.10--Equi-HOGBM (kN-m) 317.66 637.840.00AstreqTOP(mm2) 1895.53 3556.211070.74AstreqMaxTOP(mm2) 3556.21 3556.213556.21AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 1922.65 3619.11--

M(kN-m) 0.00 0.00-468.22Torsion (kN-m) -0.30 0.10--Equi-SAGBM (kN-m) 0.00 0.00-468.76AstreqBOT(mm2) 272.33 1964.162679.24AstreqMaxBOT(mm2) 2679.24 2679.242679.24AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2767.74 2767.742767.74

SF (kN) 291.72 -374.19--Torsion (kN-m) -0.30 0.10--Equi-SF(kN) 293.34 374.72--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 133.71 169.93--Vus(kN) 285.73 367.11--Stirrup-Dia(mm) 8 88Spacing(mm) 113 0300

Deflection Check 15.67 < 20.00 OK

6 #16 Top Bars

3 #16Sup. Bars 3 #32Sup. Bars

3 #25 Bottom Bars

1 #25+4 #16BentUp Bars

B61L = 7910

300x600

-19.40-6.79-19.40 -20.15-20.15

342.28

-334.35

578.34 557.96-392.43

-392.43

M (kN-m) 578.34 557.96-392.43Torsion (kN-m) 0.03 0.04--Equi-HOGBM (kN-m) 578.39 558.030.00AstreqTOP(mm2) 3247.85 3142.24667.78AstreqMaxTOP(mm2) 3247.85 3247.853247.85AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3581.42 3407.06--

M(kN-m) 0.00 0.00-392.43Torsion (kN-m) 0.03 0.04--Equi-SAGBM (kN-m) 0.00 0.00-392.50AstreqBOT(mm2) 1650.02 1542.432283.69AstreqMaxBOT(mm2) 2283.69 2283.692283.69AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2365.62 2365.622365.62

SF (kN) 342.28 -334.35--Torsion (kN-m) 0.03 0.04--Equi-SF(kN) 342.44 334.55--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 155.12 151.56--Vus(kN) 334.83 326.94--Stirrup-Dia(mm) 8 88Spacing(mm) 199 0300

Deflection Check 11.71 < 20.00 OK

3 #20+2 #12Top Bars

3 #32Sup. Bars 2 #25Sup. Bars

2 #25 Bottom Bars

2 #25+2 #16BentUp Bars

B62L = 7350

300x600

-18.37-6.43-18.37 -18.38-18.38

355.77

-273.36

583.37280.27-427.39

-427.39

M (kN-m) 583.37 280.27-427.39Torsion (kN-m) 1.46 -0.94--Equi-HOGBM (kN-m) 585.94 281.940.00AstreqTOP(mm2) 3287.03 1710.26860.96AstreqMaxTOP(mm2) 3287.03 3287.033287.03AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3407.06 1734.16--

M(kN-m) 0.00 0.00-427.39Torsion (kN-m) 1.46 -0.94--Equi-SAGBM (kN-m) 0.00 0.00-429.06AstreqBOT(mm2) 1689.93 83.592473.32AstreqMaxBOT(mm2) 2473.32 2473.322473.32AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2513.27 2513.272513.27

SF (kN) 355.77 -273.36--Torsion (kN-m) 1.46 -0.94--Equi-SF(kN) 363.55 278.39--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 167.11 127.47--Vus(kN) 355.94 270.78--Stirrup-Dia(mm) 8 88Spacing(mm) 179 0300

Deflection Check 12.92 < 20.00 OK

3 #20+2 #12Top Bars

2 #25Sup. Bars 5 #12Sup. Bars

3 #20 Bottom Bars

5 #20 BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 13: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- F

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B63L = 7760

300x600

-19.40-6.79-19.40 -19.40-19.40

293.36

-390.83

293.01669.79-498.70

-498.70

M (kN-m) 293.01 669.79-498.70Torsion (kN-m) 0.11 3.47--Equi-HOGBM (kN-m) 293.20 675.910.00AstreqTOP(mm2) 1768.67 3753.641229.98AstreqMaxTOP(mm2) 3753.64 3753.643753.64AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 1771.86 3846.88--

M(kN-m) 0.00 0.00-498.70Torsion (kN-m) 0.11 3.47--Equi-SAGBM (kN-m) 0.00 0.00-498.90AstreqBOT(mm2) 143.09 2165.302835.54AstreqMaxBOT(mm2) 2835.54 2835.542835.54AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2903.62 2903.622903.62

SF (kN) 293.36 -390.83--Torsion (kN-m) 0.11 3.47--Equi-SF(kN) 293.94 409.32--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 135.30 199.13--Vus(kN) 286.33 401.71--Stirrup-Dia(mm) 8 88Spacing(mm) 110 0300

Deflection Check 16.94 < 20.00 OK

4 #16+4 #12Top Bars

2 #16Sup. Bars 2 #32Sup. Bars

2 #32 Bottom Bars

1 #32+1 #25BentUp Bars

B64L = 7910

300x600

-19.40-6.79-19.40 -20.15-20.15

357.23

-346.96

612.30 585.15-415.10

-415.10

M (kN-m) 612.30 585.15-415.10Torsion (kN-m) -3.71 3.52--Equi-HOGBM (kN-m) 618.85 591.360.00AstreqTOP(mm2) 3457.72 3315.11819.99AstreqMaxTOP(mm2) 3457.72 3457.723457.72AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3758.92 3534.29--

M(kN-m) 0.00 0.00-415.10Torsion (kN-m) -3.71 3.52--Equi-SAGBM (kN-m) 0.00 0.00-421.31AstreqBOT(mm2) 1863.82 1718.542433.11AstreqMaxBOT(mm2) 2433.11 2433.112433.11AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2454.37 2454.372454.37

SF (kN) 357.23 -346.96--Torsion (kN-m) -3.71 3.52--Equi-SF(kN) 377.04 365.71--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 181.83 176.11--Vus(kN) 369.42 358.10--Stirrup-Dia(mm) 8 88Spacing(mm) 172 89300

Deflection Check 12.14 < 20.00 OK

3 #20+2 #12Top Bars

2 #32Sup. Bars 4 #25Sup. Bars

2 #25 Bottom Bars

3 #25 BentUp Bars

B65L = 7350

300x600

-18.37-6.43-18.37 -18.38-18.38

370.28

-272.94

611.46255.22-450.93

-450.93

M (kN-m) 611.46 255.22-450.93Torsion (kN-m) -4.31 0.56--Equi-HOGBM (kN-m) 619.07 256.210.00AstreqTOP(mm2) 3458.82 1541.39981.78AstreqMaxTOP(mm2) 3458.82 3458.823458.82AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 3534.29 1551.95--

M(kN-m) 0.00 0.00-450.93Torsion (kN-m) -4.31 0.56--Equi-SAGBM (kN-m) 0.00 0.00-451.93AstreqBOT(mm2) 1864.95 0.002591.92AstreqMaxBOT(mm2) 2591.92 2591.922591.92AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 2767.74 2767.742767.74

SF (kN) 370.28 -272.94--Torsion (kN-m) -4.31 0.56--Equi-SF(kN) 393.25 275.95--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 190.95 126.61--Vus(kN) 385.64 268.34--Stirrup-Dia(mm) 8 88Spacing(mm) 159 0300

Deflection Check 13.84 < 20.00 OK

3 #20+2 #12Top Bars

4 #25Sup. Bars 2 #12Sup. Bars

3 #25 Bottom Bars

1 #25+4 #16BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 14: Beam Athal

CSCWorld (India) Pvt. Ltd.

CSCWorld (India) Pvt. Ltd.

GridName :- G

Note : All Diamensions are in mm

Loading(kN) :

SF Envelope:(kN)

BM Envelope:(kN-m)

TOR Envelope:(kN-m)

Bending (Top Edge)

Bending (Bottom Edge)

Shear Design

Steel Bars

B66L = 7760

300x600

-19.40-6.79

-19.40

149.20

-190.00

156.66316.08-223.58

-223.58

M (kN-m) 156.66 316.08-223.58Torsion (kN-m) 28.57 -42.53--Equi-HOGBM (kN-m) 207.08 391.130.00AstreqTOP(mm2) 1181.99 2276.5841.64AstreqMaxTOP(mm2) 2276.58 2276.582276.58AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 1187.52 2375.04--

M(kN-m) 0.00 0.00-223.58Torsion (kN-m) 28.57 -42.53--Equi-SAGBM (kN-m) 0.00 0.00-274.00AstreqBOT(mm2) 0.00 660.531669.08AstreqMaxBOT(mm2) 1669.08 1669.081669.08AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 1709.03 1709.031709.03

SF (kN) 149.20 -190.00--Torsion (kN-m) 28.57 -42.53--Equi-SF(kN) 301.58 416.81--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 216.48 307.85--Vus(kN) 293.97 409.21--Stirrup-Dia(mm) 8 88Spacing(mm) 187 66237

Deflection Check 7.71 < 20.00 OK

4 #16 Top Bars

2 #12Sup. Bars 5 #20Sup. Bars

3 #20 Bottom Bars

1 #20+4 #12BentUp Bars

B67L = 7910

300x600

-19.40-6.79

-20.15

174.48

-170.81

287.20 276.50-186.64

-186.64

M (kN-m) 287.20 276.50-186.64Torsion (kN-m) 36.29 -35.18--Equi-HOGBM (kN-m) 351.25 338.580.00AstreqTOP(mm2) 2069.73 2004.010.00AstreqMaxTOP(mm2) 2069.73 2069.732069.73AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 2287.08 2123.72--

M(kN-m) 0.00 0.00-186.64Torsion (kN-m) 36.29 -35.18--Equi-SAGBM (kN-m) 0.00 0.00-248.72AstreqBOT(mm2) 449.81 382.851483.35AstreqMaxBOT(mm2) 1483.35 1483.351483.35AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 1545.66 1545.661545.66

SF (kN) 174.48 -170.81--Torsion (kN-m) 36.29 -35.18--Equi-SF(kN) 368.04 358.42--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 268.24 260.75--Vus(kN) 360.43 350.81--Stirrup-Dia(mm) 8 88Spacing(mm) 151 78191

Deflection Check 5.78 < 20.00 OK

3 #16+1 #12Top Bars

5 #20Sup. Bars 7 #16Sup. Bars

2 #20 Bottom Bars

1 #20+3 #16BentUp Bars

B68L = 7350

300x600

-18.37-6.43

-18.38

178.51

-138.06

285.73136.12-200.02

-200.02

M (kN-m) 285.73 136.12-200.02Torsion (kN-m) 40.88 -26.64--Equi-HOGBM (kN-m) 357.88 183.130.00AstreqTOP(mm2) 2104.13 1021.960.00AstreqMaxTOP(mm2) 2104.13 2104.132104.13AstMin(mm2) 348.40 348.40348.40AstProvTOP(mm2) 2123.72 1099.56--

M(kN-m) 0.00 0.00-200.02Torsion (kN-m) 40.88 -26.64--Equi-SAGBM (kN-m) 0.00 0.00-247.02AstreqBOT(mm2) 484.85 0.001470.41AstreqMaxBOT(mm2) 1470.41 1470.411470.41AstMin(mm2) 348.40 348.40348.40AstProvBOT(mm2) 1472.62 1472.621472.62

SF (kN) 178.51 -138.06--Torsion (kN-m) 40.88 -26.64--Equi-SF(kN) 396.56 280.13--Vuc(kN) 7.61 7.61--Vuc-Tor(kN) 302.20 206.74--Vus(kN) 388.95 272.53--Stirrup-Dia(mm) 8 88Spacing(mm) 134 98246

Deflection Check 6.25 < 20.00 OK

3 #16+1 #12Top Bars

7 #16Sup. Bars 2 #12Sup. Bars

2 #25 Bottom Bars

1 #25 BentUp Bars

PDF Creator Pilot - DEMO VERSION

Page 15: Beam Athal

CSCWorld (India) Pvt. Ltd.PDF Creator Pilot - DEMO VERSION